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FRANKLIN BLVD over MORRISON CREEK

Map

Coordinates:
+38.49149, -121.45670
38°29'29" N, 121°27'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANKLIN BLVD over MORRISON CREEK
Structure number:24C0113
Location:0.3 MI S OF FLORIN RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.7 ft. [6.3 m]
Total length:84.0 ft. [25.6 m]
Roadway width between curbs:83.0 ft. [25.3 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Year reconstructed:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,036 [as of 2008]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:92.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodVery GoodVery GoodGood2703692.3
June 2014GoodVery GoodVery GoodGood2938692.0
April 2012FairSatisfactoryGoodSatisfactory2938681.9
October 2010FairSatisfactoryGoodSatisfactory2400092.6
June 2008FairSatisfactoryGoodSatisfactory2400092.6
April 2006FairSatisfactoryGoodSatisfactory2400091.8
May 2004FairSatisfactoryGoodSatisfactory3095091.1
March 2003FairFairSatisfactoryGood3095090.1
June 2002FairFairSatisfactoryGood3095090.1
August 1998GoodGoodGoodGood3095091.1
August 1992FairSatisfactoryGoodGood3095091.5
March 1990FairSatisfactoryGoodGood3095091.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2781900
Reinforced Concrete Abutmentlinear ft.7171000
Steel Pileeach1401220
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.8383000
Bridge Rail
Other Material Bridge Raillinear ft.5150100
Deck
Reinforced Concrete Slabsq. ft.7737512200
Wearing Surfacessq. ft.64816248600